Plan Review Details - Permit 06040984
Plan Review Stops For Permit 06040984
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2006-08-07 Cont ID  
Sent By shill Date 2006-08-07 Time 09:32 Rev Time 0.00
Received By shill Date 2006-08-07 Time 09:32 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-07-08 Cont ID  
Sent By shill Date 2006-07-08 Time 15:10 Rev Time 0.00
Received By shill Date 2006-07-08 Time 15:10 Sent To  
Notes
2006-07-08 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004
 EXISTING BUILDING CODE
 FBC*CITY OF WEST PALM BEACH
 AMENDMENTS TO THE FBC2004
  
 COMMENT FROM PREVIOUS LIST:
 PLEASE CALL ME IF YOU DO NOT UNDERSTAND
 THE CORRECTIONS
  
 1.)(1ST REVIEW) THE ANCHORING APPEARS
 CODE COMPLIANT.HOWEVER, THE PRESSURES
 SHOWN ON THE INSTALLATION SCHEDULE ARE
 FOR WIND ZONE 130MPH.CITY OF WEST PALM
 BEACH IS IN THE 140MPH WIND ZONE.
 REVISE AND RESUBMIT.IF YOU ARE UNSURE
 AS TO HOW TO DETERMINE DESIGN PRESSURES,
 ELIMINATE THIS FROM YOUR SCHEDULE AND
 PRESSURES WILL BE CALCULATED FOR YOU.
  
 (SECOND REVIEW)
  
 ENGINEERING WAS SUBMITTED SPECIFYING THE
 DESIGN PRESSURES SHOWN ON THE
 INSTALLATION SCHEDULE.YOU MAY USE
 PRESSURES USING ASCE7 ENGINEERING.
 HOWEVER, THE ENGINEERING MUST BE SIGNED,
 SEALED, DATED ORIGINALS FAC61G15-23.002.
 THE ENGINEERING REFRES TO ASCE7-98,
 CORRECT REFERENCE IS ASCE7-02.
  
 YOU MAY USE EITHER FBC TABLE 1609.6B OR
 ASCE7-02.IF YOU USE ASCE7-02, THE
 DESIGN PRESSURES MUST BE CALCULATED BY
 AN ENGINEER.
  
 (THIRD REVIEW)
  
 THE PRESSURES ON THE ENGINEERING ARE NOT
 CONSISTENT WITH THE PRESSURES YOU HAVE
 PROVIDED ON THE ANCHOR SCHEDULE, 29.8
 FOR INTERIOR, 38.5 FOR END.NOTE THAT
 THE DESIGN PRESSURES ON THE PHOTOCOPY OF
 ENGINEERING, ASCE7-98 ARE +27.4/-35.5,
 BUT THE NEW SIGNED AND SEALED
 ENGINEERING ASCE7-02 ARE +40.5/-52.4.
  
 THE ANCHORING HIGHLINGTED IS FOR -40,
 MUST BE FOR -60 IF YOU ARE USING THE
 PRESSURES SPECIFIED BY THE ENGINEER.
  
 ENGINEERING IS NOT REQUIRED FOR
 BUILDINGS LESS THAN 30'.IF YOU NEED
 ASSISTANCE IN DETERMINING DESIGN
 PRESSURE REQUIREMENTS AND SHOWING CODE
 COMPLIANCE, PLEASE CONTACT ME.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-05-22 Cont ID  
Sent By shill Date 2006-05-22 Time 16:20 Rev Time 0.00
Received By shill Date 2006-05-22 Time 16:20 Sent To  
Notes
2006-05-22 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004
 EXISTING BUILDING CODE
 FBC*CITY OF WEST PALM BEACH
 AMENDMENTS TO THE FBC2004
  
 COMMENT FROM PREVIOUS LIST:
  
 1.)THE ANCHORING APPEARS CODE
 COMPLIANT.HOWEVER, THE PRESSURES SHOWN
 ON THE INSTALLATION SCHEDULE ARE FOR
 WIND ZONE 130MPH.CITY OF WEST PALM
 BEACH IS IN THE 140MPH WIND ZONE.
 REVISE AND RESUBMIT.IF YOU ARE UNSURE
 AS TO HOW TO DETERMINE DESIGN PRESSURES,
 ELIMINATE THIS FROM YOUR SCHEDULE AND
 PRESSURES WILL BE CALCULATED FOR YOU.
  
 (SECOND REVIEW)
  
 ENGINEERING WAS SUBMITTED SPECIFYING THE
 DESIGN PRESSURES SHOWN ON THE
 INSTALLATION SCHEDULE.YOU MAY USE
 PRESSURES USING ASCE7 ENGINEERING.
 HOWEVER, THE ENGINEERING MUST BE SIGNED,
 SEALED, DATED ORIGINALS FAC61G15-23.002.
 THE ENGINEERING REFRES TO ASCE7-98,
 CORRECT REFERENCE IS ASCE7-02.
  
 YOU MAY USE EITHER FBC TABLE 1609.6B OR
 ASCE7-02.IF YOU USE ASCE7-02, THE
 DESIGN PRESSURES MUST BE CALCULATED BY
 AN ENGINEER.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-05-10 Cont ID  
Sent By shill Date 2006-05-10 Time 16:14 Rev Time 0.00
Received By shill Date 2006-05-10 Time 16:14 Sent To  
Notes
2006-05-10 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004
 EXISTING BUILDING CODE
 FBC*CITY OF WEST PALM BEACH
 AMENDMENTS TO THE FBC2004
  
 1.)THE ANCHORING APPEARS CODE
 COMPLIANT.HOWEVER, THE PRESSURES SHOWN
 ON THE INSTALLATION SCHEDULE ARE FOR
 WIND ZONE 130MPH.CITY OF WEST PALM
 BEACH IS IN THE 140MPH WIND ZONE.
 REVISE AND RESUBMIT.IF YOU ARE UNSURE
 AS TO HOW TO DETERMINE DESIGN PRESSURES,
 ELIMINATE THIS FROM YOUR SCHEDULE AND
 PRESSURES WILL BE CALCULATED FOR YOU.

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2006-08-02 Cont ID  
Sent By adarroug Date 2006-08-02 Time 10:15 Rev Time 0.00
Received By adarroug Date 2006-08-02 Time 10:15 Sent To B
Notes
2006-08-02 00:00:00TO "SHILL" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-06-23 Cont ID  
Sent By adarroug Date 2006-06-23 Time 11:41 Rev Time 0.00
Received By adarroug Date 2006-06-23 Time 11:41 Sent To B
Notes
2006-06-23 00:00:00TO "SHILL" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-05-19 Cont ID  
Sent By adarroug Date 2006-05-19 Time 15:57 Rev Time 0.00
Received By adarroug Date 2006-05-19 Time 15:57 Sent To B
Notes
2006-05-19 00:00:00TO "SHILL" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-05-10 Cont ID  
Sent By shill Date 2006-05-10 Time 16:16 Rev Time 0.00
Received By shill Date 2006-04-25 Time 13:53 Sent To  
Notes
2006-04-25 00:00:00TO "MISC" BOX#1


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